期刊论文详细信息
International Journal of Concrete Structures and Materials
Utilization of Various Industrial Wastes in Ordinary Concrete Under Normal Manufacturing Conditions
Research
Sherif H. Al-Tersawy1  Sahar E. Zakey1  Hossam El-Din M. Sallam2  Rasha A. El-Sadany3 
[1] Civil Engineering Department, Higher Technological Institute (HTI), 44629, 10th of Ramadan City, Egypt;Materials Engineering Department, Zagazig University, 44519, Zagazig, Egypt;Radiation Engineering Department, National Center for Radiation Research and Technology, Egyptian Atomic Energy Authority, 11787, Cairo, Egypt;
关键词: Alkaline water;    Supplementary cementitious materials (SCMs);    Stone waste dust materials (SWDs);    Physical properties;    Mechanical properties;    Thermodynamic properties;   
DOI  :  10.1186/s40069-023-00603-6
 received in 2022-12-30, accepted in 2023-04-16,  发布年份 2023
来源: Springer
PDF
【 摘 要 】

The main objective of the present work is to evaluate using alkaline wastewater from pot factories (recycled NaOH solutions with variant concentrations and pH values) along with waste powders possessing pozzolanic properties, such as supplementary cementitious materials and stone waste dust in concrete under normal manufacturing conditions. An extensive analysis of the chemical components and the physical properties of the used materials was achieved. Both supplementary cementitious materials and stone waste dust materials were used as 0%, 10%, 20%, or 30% partial cement replacements using either tap water or alkaline wastewater to make samples for physical, mechanical, and microstructure testing. Thermodynamic modeling was used to evaluate the effect of the flushed alkaline industrial water and the powders on the hydration products. The results showed an increase in the workability of the mixes made with alkaline wastewater, an increase in water absorption for samples made with alkaline wastewater at the age of 28 days, and a relative decrease in compressive strength at 3 and 28 days, respectively. Despite the reduction in mechanical strength, most samples made with alkaline wastewater and 10%, 20% supplementary cementitious materials, or stone waste dust materials gave an accepted concrete grade. The microstructure analysis showed a slight change in pores distribution, pores values, and hydration products at 3 and 28 days. The thermodynamic analysis provided insight into data on the effect of supplementary cementitious materials, stone waste dust materials, and alkaline wastewater on hydration products. Finally, the combination of these wastes in concrete production showed satisfactory conclusions.

【 授权许可】

CC BY   
© The Author(s) 2023

【 预 览 】
附件列表
Files Size Format View
RO202309152288213ZK.pdf 2985KB PDF download
Fig. 6 737KB Image download
40854_2023_507_Article_IEq31.gif 1KB Image download
MediaObjects/12888_2023_5099_MOESM1_ESM.xlsx 38KB Other download
13690_2023_1151_Article_IEq17.gif 1KB Image download
13690_2023_1151_Article_IEq22.gif 1KB Image download
Fig. 1 156KB Image download
MediaObjects/12944_2023_1886_MOESM5_ESM.txt 1KB Other download
MediaObjects/12974_2023_2870_MOESM1_ESM.png 707KB Other download
13570_2023_282_Article_IEq5.gif 1KB Image download
13570_2023_282_Article_IEq13.gif 1KB Image download
13570_2023_282_Article_IEq18.gif 1KB Image download
Fig. 1 1656KB Image download
Fig. 6 614KB Image download
Fig. 5 74KB Image download
Fig. 3 4074KB Image download
Fig. 1 983KB Image download
Fig. 2 162KB Image download
41512_2023_153_Article_IEq73.gif 1KB Image download
Fig. 6 857KB Image download
Fig. 2 73KB Image download
【 图 表 】

Fig. 2

Fig. 6

41512_2023_153_Article_IEq73.gif

Fig. 2

Fig. 1

Fig. 3

Fig. 5

Fig. 6

Fig. 1

13570_2023_282_Article_IEq18.gif

13570_2023_282_Article_IEq13.gif

13570_2023_282_Article_IEq5.gif

Fig. 1

13690_2023_1151_Article_IEq22.gif

13690_2023_1151_Article_IEq17.gif

40854_2023_507_Article_IEq31.gif

Fig. 6

【 参考文献 】
  • [1]
  • [2]
  • [3]
  • [4]
  • [5]
  • [6]
  • [7]
  • [8]
  • [9]
  • [10]
  • [11]
  • [12]
  • [13]
  • [14]
  • [15]
  • [16]
  • [17]
  • [18]
  • [19]
  • [20]
  • [21]
  • [22]
  • [23]
  • [24]
  • [25]
  • [26]
  • [27]
  • [28]
  • [29]
  • [30]
  • [31]
  • [32]
  • [33]
  • [34]
  • [35]
  • [36]
  • [37]
  • [38]
  • [39]
  • [40]
  • [41]
  • [42]
  • [43]
  • [44]
  • [45]
  • [46]
  • [47]
  • [48]
  • [49]
  • [50]
  • [51]
  • [52]
  • [53]
  • [54]
  • [55]
  • [56]
  • [57]
  • [58]
  • [59]
  • [60]
  • [61]
  • [62]
  • [63]
  文献评价指标  
  下载次数:23次 浏览次数:6次